本文選題：Mike + 污水排海��； 參考：《海洋湖沼通報(bào)》2017年01期

【摘要】：基于Mike21模型,建立了萊州灣附近海域的水動(dòng)力計(jì)算模型,在對(duì)濰坊�；I(yè)園區(qū)擬建排污口海域水動(dòng)力計(jì)算結(jié)果驗(yàn)證正確的基礎(chǔ)上,將水動(dòng)力模型耦合物質(zhì)輸運(yùn)模型,對(duì)工業(yè)園區(qū)擬建排污口排放污染物質(zhì)的輸移擴(kuò)散進(jìn)行數(shù)值模擬研究,研究結(jié)果顯示:污水排海點(diǎn)擬建位置附近海域的水動(dòng)力交換能力較差,在擬建污水排海點(diǎn)排放污水時(shí),排放污染物的輸移擴(kuò)散造成較大面積的超標(biāo)水域,影響的二類(lèi)及三類(lèi)海水水質(zhì)功能區(qū)的最大面積分別為4.11km~2和2.36km~2,并影響附近3.07km~2水域底播養(yǎng)殖區(qū)。
[Abstract]:Based on the Mike21 model, the hydrodynamic calculation model of the sea area near Laizhou Bay is established. The hydrodynamic model is coupled with the mass transport model on the basis of verifying the hydrodynamic calculation results of the proposed sewage discharge outlet in Weifang Haihua Industrial Park. A numerical simulation study on the transport and diffusion of pollutants discharged from the proposed sewage outlet in an industrial park is carried out. The results show that the hydrodynamic exchange capacity of the sea near the proposed site of sewerage is poor, and the proposed sewerage point is used to discharge sewage. The transport and diffusion of pollutants resulted in a large area of water exceeding the standard. The maximum areas of the second and third types of seawater water quality functional zones were 4.11km~2 and 2.36 km2, respectively, and the bottom seeding culture areas in the nearby 3.07km~2 waters were also affected.
【作者單位】： 中國(guó)海洋大學(xué)環(huán)境科學(xué)與工程學(xué)院;
【基金】：國(guó)家海洋局北海分局海洋科技項(xiàng)目(2015B07)資助
【分類(lèi)號(hào)】：X55;X703

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本文編號(hào)：1822751